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- W2372975720 abstract "Based on engineering practice,the influencing factors considered by Hewlett arching effect were supplemented.The cohesive force impact of the embankment filling on soil arching was considered by the Mohr-Coulomb strength failure criterion.The interaction between the horizontal reinforced body and the gravel cushion was analyzed.The mechanical model to reflect the interaction between the reinforced body and the gravel cushion was built.The deformation and stress calculation formula of the horizontal reinforced body was established.Hewlett algorithm was improved by analyzing the impact of the horizontal reinforced cushion on the soil arching.Formulas were deduced for calculating the load sharing ratio of the pile body and the pile-soil stress ratio of pile-net supported embankment.The results obtained from the improved method and the data from a practical case were compared and analyzed in details,and the rationality and reliability of the improved method was verified." @default.
- W2372975720 created "2016-06-24" @default.
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- W2372975720 date "2009-01-01" @default.
- W2372975720 modified "2023-09-23" @default.
- W2372975720 title "Improved Algorithm for the Soil Arching Effect of Pile-Net Supported Embankment" @default.
- W2372975720 hasPublicationYear "2009" @default.
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